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28-01 Fisher - Diagnostics - BSI Conslidation - Back Creek - Backfile (2)
1� �CIO co Ln S60°34'30"W 371.69' 59° 0'32'W _ 388.3'- - _ 0 1 POND t ' WATER LEVEL 706,91 I 710 / /1 �' 711 711 ` 1 l I 714 t I 1 i t I I { 4 I I 4 I tI l I I I 1 \ I 1 — 724 --, 4 \ t 1 � I � I -725"11\ ' t � QO Lo I t � ` 1t I I �I I � I ` i I I I` I � 1 9Z/ i 1 1 1 I I / 725 `1-- 1 l / / 724 i I � 7 2 3 "`t- -- _ 353.54 TRUE PLANT N54°54'54 477.25' NORTH NORTH SITE PLAN 18.21 {+/ -) ACRES ZONED M1 KEY PLAN [A�icMleay ENGINEERS INC. . 21 'TI IIP�IL (-I AM �CONCRETE DRIVEWAY AND SLAB ENLARGED PLAN SCALE: NOT TO SQALE EDGE OF SLAB TOP OF CONCRETE ELEVATION EVEN WITH EXISTING ROADWAY C-1 SECTION EXTERIOR CONCRETE SLAB AND DRIVEWAY C-1. ALL CONCRETE WORK SHALL COMPLY C-2, CONCRETE SHALL ACHIEVE A 25 DA C-3. CONCRETE SHALL 9E AIR-ENTRAINEQ AND SHALL HAVE A WATER -CEMENT C-4. WATER REDUCING ADMIXTURES MAY PITTSBURGH SAN FRANCISCO PROJECT 11295 Y NOTES; WITH AC 1 r-316/99. STRENGTH OF NOT LESS THAN 3,000 PSI, AT A RATE OF 579 TO 779, RATIO OF 0.5 MAXIMUM. BE UTILIZED. VICINITY MAP SCALE_ 1"-2000' UTILITY PROVIDERS: NATURAL GAS: SHENANDOAH GAS 350 HILLANDALE LANE P.O. BOX 2400 WINCHESTER, VA.22602 (540) 869-1111 POWER: ALLEGHENY POWER 3463 VALLEY PIKE WINCHESTER, VA.22602 1 (800) 255-3443 CITY WATER: TOWN OF MIDDLETOWN 1n7 KFNT STRFFT A SECTION C_ 1 SCALE: NOT TO SCALE 133'-0° TO EXISTING BUILDING 12 " - 0`, 15---011 J t p F ; u L0A- tea: nn; �Tt 11 po4z Tc - PCC q 5 MPH) 1 C T 0 • �� g� ,� 94 � 4- �,4PCG ;i� U MOO f H RED 5 I MI T 5 5 MP -�R� " :t S P E E D 5- 6+, 7r m J -4 rm Ln wvi E N yC t 70 . f .-- I AC NE f K—LI �•• ._ \ — _ Z. --Cl � — \IV / / / f4 S f MErL/ �Fu� — — — pRANGE P, -AST Q CEP rF� EPN4 §� COM - - (WIT" Q,Ha£a _ ,ct COMo'�u ` C ING� / I d - T P WEB FEN �j I 1.85 ' Of' 491, Tot PS + MV p 1.06 w I �61 1.75 1.66 STING rQEE �r� 1 Y a I E F � I 2 I coN� 5 toc « EXISTING ��4 ! BUILDING ra ft C E AND ]� 5ro�A a s 1.1URY' ,S f 5rC11CrueES rcvcrr�rtrl 2UCt�1iP P�SCk'/PT/QU +•t7/�. 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I 1.00*1 � �aw�'� �r� I� i EXI S�-- � n6� < 25°-0„ I ,� �E HEIGHT EXISTINGING OF SITEWORK 5 ! y I _ ;.! EA ,�„ ,,rr nTNrj i -rT 1r. RUILD 1 II�IT_.t, l !ice. 1t u n `' 11EL F/LL9, PIPE �:_ . _ % �� ''• MIDDLETOWN, VA. oQ . 4 46 - P. Z6 SkliN ,, STORM DRAIN PIPE � .r / (/ i PdfvO \ . 2. MAGISTERIAL DISTRICT: .ter' I BACK CREEK 1 �a �' 0 . STORM DRAIN MANHOLE s �,-----�--►5 5--�--- SANITARY SEWER PIPE NOTES: � ��' ':,4 t 3- SIGNAGE: NO NE'W .SIGNAGEIca, SANITARY SEWER MANHOLE �, , r , I IS PROPOSED. 1. ALL SOILS BELONG TO HYDROLOGIC ►, ";. „ CROUP C I _ � --�.... -- --�- !M T OF I? 6 5T U R BA;N C EDGE OF r i� -�,� •�� :. �� CE iON EN17f.'A E; EXISTING . �. \. �e SETBACK LINE .------- T OF DI 91 SO. _ ROADWAY ""r �` f �`� _ —---------------------------------- AREA OF L IM1 STtJRBANCE 00 FT..:T -J GC31'RU�T - - - -- y - apt SALT FENCE. •I.Q�3 rot F 1P --- =' U N T' PRICgECTIOil . 08 ■ ° / Q 0 1 , _ m 1 ____,. TS 1.61 TOPSJI.L h r _ Ln '- P -I° �?ERMANE:NT - . o .� w FED ���ra, t11'" STU�ri� S 08 476 - P' zc-� TCU. + P5` . MU >, 00 �\ .' _ �' _ "_` � ..-'�."..` M LI:�C ! EAR L A1N�N ,r41 . S ., N _ _ _rr- ^ / f� f , �� " ... _30 t37� 70P,P "5 /RfG� 7 F57L1'`c'c;Vr - _ a` TREE `PRESERVATION ===-- 0 -0 K„ R x Kue6 85 7 A 1. R F ----�- --- z 33 o` V U ref S 6 d 3 4' 50 " 3 r. G9 �'/w E F - -- Q. �p�1'. 5d Cf1t3,E' �1 S S9 +OQ ' at2 " Kl AA C -1�r 0 TOP DRIVEWAY AND SLAB ELEVATION EVEN WITH ;� �� 0` 1: , $p �, it EXISTING R ADWAY , TYP s h .� 1. 1© APPROVAL .0 BOTH 6 THICK ,� AITEe �j (SPEED LIMIT° 65 MPH)cn REINF. WITH � AA10raN vWA af` 6X6.W2.9X2.9 WWF ,I -- - - - ---- --- _ -- T4 r„e.,rrn nn.u,r.,r .,,,,.orn ron„ 'Tn 7_1 Amn PLACED OVER 8' OF COMPACTED STONE AND 3' OF SAND ,�_ _ ' - -+ - CONCRETE DRIVEWAY AND SLAB ENLARGED PLAN SCALE: NOT TO SCALE 9'-0' HIGH EARTH EMBANKMENT ZONING SITE PLAN SCALE: 1' = 40'-0' LEGEND AREA OF NEW CONSTRUCTION FINAL SITE PLAN ,e QPPROVEO DATE_._ ' 2Ccl \\eeiOO6\pfldproj\11295000\210\siteplan.dgn Mon Aug 6 13:20:11 2001 ,-. � .1 . lito' 4 � I , I I . I , . . 11 - I I I - . ., - .. I I . . . . . : . I . ! I 'i . . I . . � . . . , . . . I . 1. I I , I . . I . . I . .. . . I . I . ; . . � . . I . I I . . ( . I . . .. .. . . � . . I I . . I q . . 1. � . . . I I . . . . . . I I . . . . � I , � . . . . � � � � " . , I I , . . I .. ! � . I I : . : 1. I . " " I . � � I � - - ..... - .. . . . � , - . I I I . . I t . . ; I . z , . . . . - . .� I � . . . . . . - I - . I . . . I I I , . .1 . . . .. . - . . � . I . I I . - . .. I . . . . ; . .. . . . . - . . 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AVE HE � EXISTING pING OF SITE I .� � o .r�rr�a �.cvE E ,_ ►► I p I N G -� I N G g U I LIMIT ACTF;/EL f /GCER IP/PC SETBACK v.t r �QS I gU _ _ EXI S .. ►r 1\ rT� IRI NG CONTRACT 31 EDGE OF EXISTING ROADWAY ��ZO� Top$o[ ,� .61 o ,I,,h , �ti w � ` � p p TOPSO-It fERMANF:N T SEE.�3f & . 00 f �. NF !e" �To��+ sewee E a P r TO PS 1�1U m ., N - _ _ r _ , i f ti �`ti �. -- - 30 T� d 5 �E 5 f..�....._.. f ......r..... . �.......� y ... 8 4 7B Q + (. } ' -Ak , ` t �' \ \ 1.61 166I U IBC I t FlR LAWN AREAS _______rr �, 01 DB.47e R 2'70 0 r..�F. � ,. L I TREE PRESERVATION r�= - _ - 70 A FE,RIGE't �� g� .. ie. �q le.38�4.5d CHOR1i s 1 `a�" Z"sc1 {�.O hr S G ?' �4'30"tV 37t. G9' ,[�/K/ fEAICE PIC' C-1 '�, PREY 3 13. l�! ' 0041 TOP DRIVEWAY AND SLAB ELEVATION EVEN WITH EXISTING ROADWAY TYP (� C ., �� ! ✓ r'! BOTH 6' THICK R F Ln E I N . WITH ,► .w w r� �/ ►i�,0lJ Gt 6X6. W2.9X2.9 WWF ,, PLACED OVER 8' OF elk� ) ,I COMPACTED STONE I� AND 3' OF SAND CONCRETE DRIVEWAY AND SLAB ENLARGED PLAN SCALE: NOT TO SCALE 9'-0' HIGH EARTH EMBANKMENT ZONING SITE PLAN SCALE: 1' = 40'-0' ( SPEED LIMIT: LEGEND 65 MPH) AREA OF NEW CONSTRUCTION FINAL SITE PLAID APPROVED. - ATE_ _..arQ? / APPROVAL P4�a ZONING ADMINISTRATOR DAT SITE PLAN VALID FOR 5 YEARS FROM DATE APPROVAL i.TFl 6� 6� v RENO RONDINELLI No.021719 4� 1 7-30-01 CHANGED DRAWING NUMBER FROM C-1 TO Z-1 AND REVISED PER COUNTY PLANNING DEPT. COMMENTS OF 7-10-01 REV. N0. DATE ISSUED FOR PETER F. LOFTUS DIVISION EICHLEAY ENGINEERS INC. CONSULTING AND DESIGN ENGINEERS - (412) 365-3335 ....._ 6585 PENN AVENUE PITTSBURGH, PA. 15206-4407 FISHER DIAGNOSTIC DRAWN: RGK 8365 VALLEY PIKE DESIGNED: DES MIDDLETOWN, VA. 22645 CHECKED: DES (540) 869-8336 DATE: 5-17-01 CONTRACT: 11295 SCALE: AS NOTED DRAWING REVISION BUILDING EXPANSION AND OUTDOOR STORAGE AREA Z-1 ( ) I 7/84 p\\EEI006\PFLDPROJ\11295000\210\SITEPLAN.DGN Wed Aug 8 14:46:21 2001 II